| 长大曲线路堤边坡稳定性分析 |
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| 引用本文： | 叶咏丰,YE Yong-feng. 长大曲线路堤边坡稳定性分析[J]. 华东交通大学学报, 2001, 18(2): 55-58 |
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| 作者姓名： | 叶咏丰 YE Yong-feng |
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| 作者单位： | 南昌铁路干部学校工程教研组, |
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| 摘 要： | 阐述曲线外侧路堤边坡沿路肩失稳，以及沿道心和路肩一侧滑坡的现象，分析列车作均速曲线运动产生的横向力，包括未被平离心力，导向力的作用，以及地表水、地下水对路基稳定性的,影响，列举一例做抗滑稳定性检算。
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| 关 键 词： | 列车动荷载 铁路 曲线路堤边坡 滑坡 稳定性分析 |
| 文章编号： | 1005-0523(2001)02-0055-04 |
| 修稿时间： | 2001-01-13 |
Stability Analysis of Large and Lengthy Curved Fill Side Slope |
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| YE Yong-feng. Stability Analysis of Large and Lengthy Curved Fill Side Slope[J]. Journal of East China Jiaotong University, 2001, 18(2): 55-58 |
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| Authors: | YE Yong-feng |
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| Abstract: | External lateral decent curved fills is proposed to be checked by balance objects.The transverse form produced by the train making uniform rectilinear curve movement is analyzed, with an account of unbalanced power, track power, and the influence of surface water and nudergrounder water on the stability of roadbeds and their countermeasures. An example is given to show how to counter the external lateral decent. |
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| Keywords: | continuous torrential rain in flood season curved fills transverse power track power adhension power stability engineering train live load transverse thrust load |
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